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SEDCAD 4 for Windows <br />r,.,.,,.~~n~ moa o~...ei~ i c..~,,.,~n <br />9 <br />Structure #21 Ri rap Channel) <br />D-F21 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left <br />Bottom Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (R)} Ratio Sideslope <br />Ratio Slope (%) <br />Depth (R) % of Depth Mult. x <br /> (VxD) <br />3.00 1.5:1 1.5:1 10.0 1.00 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 11.88 ds <br />Depth: 0.26 ft 1.26 R <br />Top Width: 3.79 R 6.79 R <br />Velocity*: <br />X-Section Area: 0.90 sq ft <br />Hydraulic Radius: 0.227 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 4.00 in <br />D60: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n wlculatlons may not apply for this method. <br />Structure #18 (Erodib/e Channel1 <br />D-FIB <br />Triangular Erodible Channel Inputs: <br />Material: Shales and hardpans <br />Left Right Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mult. x Velocity <br />Ratio Ratio Depth (ft) % of Depth NxD) (fps) <br />2.0:1 20.0:1 2.0 0.0250 0.30 6.0 <br />Erodible Channel Results: <br />i• <br />Filename: GobPileDitches.sc4 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: 1.49 ds <br />Depth: 0.25 R 0.55 R <br />Printed 10.29-21X)3 <br />App-B - 17 - 11103 <br />